Am4 Attach11 05.28.20 Sewer Addendum #1 and #2.pdf

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MILTON E. PROBY

PARKWAY AIRPORT EXIT

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MILTON E. PROBY PARKWAY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION LOOP

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COLORADO SPRINGS AIRPORT

COSA USFS

WASTEWATER CONSTRUCTION PLANS

LOCATED IN A PORTION OF SECTIONS 4, 5 AND 6 OF TOWNSHIP 15 SOUTH, RANGE 65 WEST, ALL OF THE 6TH

PRINCIPAL MERIDIAN, LOCATED IN THE CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO

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OWNER/DEVELOPER PLAN APPROVAL

THE UNDERSIGNED OWNER/DEVELOPER AGREES THAT THEY SHALL, AT THEIR EXPENSE, BE SOLELY RESPONSIBLE FOR 1)

THE INSTALLATION OF THE PROPOSED UTILITY INFRASTRUCTURE IN ACCORDANCE WITH THESE PLANS, AND 2) ALL

DAMAGES AND DEFECTS ARISING FROM, OR RELATED TO, THE INSTALLATION, MAINTENANCE OR OPERATION OF THE PUBLIC

UTILITY INFRASTRUCTURE FROM THE DATE OF PRELIMINARY ACCEPTANCE FOR A PERIOD OF TWO YEARS, OR UNTIL FINAL

ACCEPTANCE, WHICHEVER IS LATER.

THE UNDERSIGNED UNDERSTANDS THAT ALL PRIVATE UTILITY INFRASTRUCTURE, AS INDICATED ON THESE PLANS, SHALL

REMAIN THE PROPERTY OF THE OWNER AND SHALL BE MAINTAINED BY THE OWNER, AS REQUIRED BY COLORADO SPRINGS

UTILITIES' LINE EXTENSION AND SERVICE STANDARDS.

PUBLIC FACILITIES PROPOSED PRIVATE FACILITIES PROPOSED

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

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APPROVAL BLOCKS

ABBREVIATIONS

BO

B.O.P.

BV

CL

DEF

DIP

ESMT

EX

FH

GV

H, HORIZ

INV

LF

PIC

BLOW-OFF

BOTTOM OF PIPE

BUTTERFLY VALVE

CENTERLINE

DEFLECTION

DUCTILE IRON PIPE

EASEMENT

EXISTING

FIRE HYDRANT

GATE VALVE

HORIZONTAL

INVERT

LINEAR FEET

PUBLIC IMPROVEMENT CORRIDOR

PR

PRV

PVC

RDWY

SD

SSMH

SS

STA

TB

T.O.P.

TYP

V, VERT

WL

X-ING

PROPOSED

PRESSURE REDUCING VALVE

POLYVINYL CHLORIDE

ROADWAY

STORM DRAIN

SANITARY SEWER MANHOLE

SANITARY SEWER

STATION

THRUST BLOCK

TOP OF PIPE

TYPICAL

VERTICAL

WATERLINE

CROSSING

LEGEND

8''SS

8''W

PR BEND FITTINGS

PR TEE & CROSS FITTINGS

PR FIRE HYDRANT

PR VALVE

CROSSING

PR REDUCER

PR PLUG

PR TEMPORARY BLOWOFF

PR 8" WATERLINE EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PR SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''SS

EX SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''W

PR WATERLINE

(SIZE AS NOTED ON PLANS)

8''W

EX WATERLINE

(SIZE AS NOTED ON PLANS)

PR STORM DRAIN

(SIZE AS NOTED ON PLANS)

EX STORM DRAIN

(SIZE AS NOTED ON PLANS)

COSA ROADWAY, PROPERTY LINE

EASEMENT

SHEET # SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

OVERALL UTILITY PLAN

SAN-1.0 STA: 0+00 TO 6+00

SAN-1.0 STA: 6+00 TO 18+00

SAN-1.0 STA: 18+00 TO 29+50, SAN-1.1

DETAIL SHEET

PROJECT TEAM

OWNER

COLORADO SPRINGS AIRPORT

7770 MILTON E. PROBY PARKWAY, SUITE 550

COLORADO SPRINGS, CO 80916

CONTACT: TROY STOVER

(719) 550-1967

CIVIL ENGINEER

ENERTIA CONSULTING GROUP, LLC

1529 MARKET STREET, SUITE 200

DENVER, CO 80202

CONTACT: BONNER GILMORE

(303) 875-7131

AVIATION ENGINEER

RS&H

7800 E. UNION AVE, SUITE 700

DENVER, CO 80237

CONTACT: ARLANDO GILBERT, PE

(303) 409-7956

SURVEYOR

POLARIS SURVEYING, INC.

1903 LELARAY STREET, SUITE 102

COLORADO SPRINGS, CO 80909

CONTACT: RANDALL HENCY, PLS

(719) 448-0844

FEB. 14, 2020

BENCH MARK: #5 REBAR LOCATED APPROXIMATELY 75' SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIFT STATION

BUILDING MARKED WITH 4' CROSS LATH.

NORTHING: 62654.52

EASTING: 29107.44

ELEVATION: 5924.01

DATUM: NAVD 88

PROJECT INFORMATION

FIMS MAP NUMBER: Q-40

TAX SCHEDULE NO.: 5400000211 (A PORTION 0F)

UTILITY DESIGN CAD FILE NO.: N/A

DEVELOPMENT PLAN NO.: N/A

PLAT REC. NO.: 94150256

PUBLIC UTILITY EASEMENT REC. NO.: N/A

NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: N/A

SIGNED: ____________________________________________________________

OWNER/DEVELOPER

TROY STOVER_______________________________________________

OWNER/DEVELOPER (PRINT NAME)

DBA: COLORADO SPRINGS AIRPORT________________________________

ADDRESS: 7770 MILTON E. PROBY PKWY, SUITE 50_______________________

COLORADO SPRINGS, CO 80916______________________________

PHONE: (719) 550-1967______________________________________________

EMAIL: TSTOVER@SPRINGSGOV.COM________________________________

DATE: 02/24/2020________________

C503 RS&H DEICE OUTFALL PLAN

C531 RS&H DEICE POND INFRASTRUCTURE

C532 RS&H DEICE POND INFRASTRUCTURE

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AutoCAD SHX Text S mgackle Snapshot mgackle Delta mgackle FreeText mgackle Text Box Revised the stub to the de-icing pond.

mgackle CSU Water Approval

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GENERAL:

1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL MEET COLORADO SPRINGS UTILITIES' WATER

LINE EXTENSION AND SERVICE STANDARDS (WATER LESS).

2. THE CONTRACTOR SHALL OBTAIN LOCATES PRIOR TO ANY EXCAVATION.

3. COLORADO SPRINGS UTILITIES DOES NOT GUARANTEE THE ACCURACY OF LOCATIONS OF EXISTING

PIPELINES, HYDRANTS, VALVES AND SERVICE LINES. IF FIELD CONDITIONS ARE FOUND TO BE

DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AND THE

ENGINEER OF RECORD IMMEDIATELY.

4. NO TREES OR STRUCTURES ARE PERMITTED WITHIN FIFTEEN FEET (15') OF A WATER MAIN.

5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY FACILITIES AS A RESULT OF HIS

ACTIONS. THE CONTRACTOR SHALL MAKE ALL THE REQUIRED REPAIRS IMMEDIATELY TO THE

SATISFACTION OF COLORADO SPRINGS UTILITIES.

6. ALL FIELD STAKING SHALL COMPLY WITH THE WATER LESS.

7. THE CONTRACTOR SHALL MAKE THEIR BEST EFFORT TO ENSURE THAT WATER SERVICE TO ADJACENT

PROPERTIES IS MAINTAINED DURING CONSTRUCTION.

8. ALL MANHOLES LOCATED WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINISH GRADE. IF

MANHOLE ARE IN POOR CONDITION OR IF THE DISTANCE BETWEEN THE RING/COVER AND CONE OF

THE MANHOLE EXCEEDS THE WASTEWATER STANDARDS, THE CONTRACTOR MAY BE REQUIRED TO

REPLACE PART OR ALL OF THE EXISTING MANHOLES.

9. REUSE OR SALVAGE OF ANY MATERIAL IS LEFT TO THE DISCRETION OF THE COLORADO SPRINGS

UTILITIES INSPECTOR.

10. ALL TRENCH BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 206 OF THE CITY

OF COLORADO SPRINGS STANDARD SPECIFICATIONS MANUAL.

CORROSION PROTECTION IS REQUIRED FOR ALL DUCTILE IRON PIPE. ALL PROTECTION

SHALL COMPLY WITH THE WASTEWATER STANDARDS

THIS PROJECT IS CONNECTING TO AN EXISTING MANHOLE. A MANHOLE ASSESSMENT

HAS BEEN COMPLETED FOR THIS PROJECT. THE FOLLOWING CHECKED ITEMS ARE

REQUIRED:

THE CONTRACTOR SHALL PROVIDE A BYPASS FOR PUMPING PLAN FOR

APPROVAL BY COLORADO SPRINGS UTILITIES AND COMPLY WITH ALL THE

REQUIREMENTS THEREIN.

REPAIR THE EXISTING MANHOLE (REFER TO PLAN AND PROFILE FOR

REQUIREMENTS).

REPLACE THE EXISTING MANHOLE (REFER TO PLAN AND PROFILE FOR

REQUIREMENTS).

MANHOLES ARE BEING ABANDONED, THE CONTRACTOR SHALL:

· PLUG THE "IN" AND "OUT" INVERTS WITH A WATERTIGHT MECHANICAL PLUG

AND GROUT WITH APPROVED MATERIAL.

· REMOVE AND DISPOSE OF THE CONE SECTION.

· REMOVE THE RING AND COVER AND RETURN THEM TO COLORADO SPRINGS

UTILITIES.

· FILL THE MANHOLE WITH APPROVED MATERIAL.

WASTEWATER MAINS EXISTS UNDERNEATH A PROPOSED STRUCTURE, CONTRACTOR

SHALL:

REMOVE IT

GROUT IT FULL

WASTEWATER MAIN TO BE ABANDONED EXISTS WITHIN RIGHT-OF-WAY, THE

CONTRACTOR SHALL:

REMOVE IT

GROUT IT FULL

PIPELINES LESS THAN 1.04% GRADE ARE PROPOSED. THE CONTRACTOR SHALL

COMPLY WITH THE ADDITIONAL REQUIREMENTS AS SPECIFIED WITHIN THE

WASTEWATER STANDARDS.

THIS PROJECT IS UTILIZING EXISTING WASTEWATER STUB(S) IN AN "AS-IS" CONDITION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE STUB(S),

CONNECTION, AND SUBSEQUENT EXTENSION MEET ALL CURRENT WASTEWATER

STANDARDS AND DO NOT HAVE ANY DEFECTS.

COLORADO SPRINGS UTILITIES DOES NOT GUARANTEE THE ACCURACY OF THE DEPTH,

LOCATION, OR CONDITION OF ANY EXISTING STUB(S) SHOWN ON ANY "AS

CONSTRUCTED" DRAWINGS. FURTHER, THE EXISTING STUB SHALL BE INCLUDED IN

THE TWO-YEAR WARRANTY PERIOD FOR THIS PROJECT.

A WASTEWATER STUB OR STUBS ARE PROPOSED WITH THIS PROJECT. COLORADO

SPRINGS UTILITIES WILL INSPECT THE CONSTRUCTION BUT DOES NOT GUARANTEE

THAT THE DESIGN OR INSTALLATION OF THE PROPOSED STUB(S) WILL MEET FUTURE

DEVELOPMENT REQUIREMENTS. FURTHER, THE PROPOSED STUB(S) WILL NOT BE

INCLUDED IN THE TWO-YEAR WARRANTY PERIOD FOR THIS PROJECT AND WILL NOT BE

ACCEPTED OR OWNED BY COLORADO SPRINGS UTILITIES.

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WASTEWATER PLAN NOTES

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WASTEWATER PROJECT - SPECIFIC NOTES

FEB. 14, 2020

IEW AND

Snapshot

DE-ICE POND

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OLD DRENNAN ROAD

PROPOSED 8"

SANITARY SEWER

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PROPOSED 8"

SANITARY SEWER

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

SSMH-2 SSMH-3

SSMH-4.1 SSMH-5

SSMH-6

SSMH-7

SSMH-8

DE-ICE APRON

EXISTING 12" DI PUBLIC

SANITARY SEWER

(PN:1996-S185)

EXISTING 12" PVC PUBLIC

SANITARY SEWER

(PN:1994-S115)

EXISTING 16" DIP WL

(PN:NONE)

REMOVE EXISTING 4' Ø

SANITARY SEWER MANHOLE.

REPLACE WITH 5' Ø MANHOLE

EXISTING 16" DIP WL

(PN:NONE)

EXISTING 16" DIP WL

(PN:NONE)

EXISTING PAVED ROAD

PROPOSED DE-ICE

POND OUTLET WORKS-

SEE RS & H PLANS

706070

PR 30" SD. SEE

RS&H PLANS

DETENTION

POND

SSMH-4

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

4" SS SVC-SEE CIVIL

PLANS BY RPA.

4" SS SVC-SEE CIVIL

PLANS BY RPA.

EXISTING 12" DIP WL

(PN: 2006-W051)

PR 24" SD EXTENSION.

SEE RS&H PLANS

EXISTING 18" CULVERT

EXISTING 60"

STORM DRAIN

EXISTING 60" & 30" SD

EXISTING 30" SD

PROPOSED 36" SD.

SEE DE-ICE APRON

PLANS BY RS&H

PROPOSED 15" ARCH RCP.

SEE RPA STORM DRAIN

PLANS.

30' PIC

50' PIC

50' PIC

EX 50' PIC (APPROX)

FIMS#800171 (MAY 1, 2006)

30' PIC30' PIC

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MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

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FEB. 14, 2020

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GirtenA Cloud

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GirtenA Text Box

GirtenA Text Box

GirtenA Text Box 2 5/28/20 Remove (2) 4" Sanitary Sewer Services

GirtenA Text Box Addendum #2 2 Sanitary Sewer Project No. 2019-S086 Water Project No. 2019-W185 Sheets 3 and 6 are provided as Addendum #2 to remove the (2) proposed 4" Sanitary Service Lines and all associated fittings from this project scope of work. These items will be constructed as part of the USFS Airtanker Base plans to be submitted by Robert Peccia & Associates Inc. (RPA) at a later date.

GirtenA PolyLine

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SSMH-1 (REMOVE EXIST 4 FT Ø SSMH

REPLACE WITH PROPOSED 5 FT Ø SSMH)

1+00.00, 0.00

MILTON E. PROBY PARKWAY

SAN-1.0

EX 12" PVC PUBLIC

SANITARY SEWER

(PN: 1994-S115)

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PR 30" SD X-ING

STA: 5+04.47

SEE PROF.

EX 12" DI PUBLIC

SANITARY SEWER

(PN: 1996-S185)

EXIST 16" WATER

85.8'

12'

20'

1+ 00 2+00 3+00 4+00

5+

6+

PR 30" CULVERT - SEE

DE-ICE APRON PLANS

(SHEET C504) PREPARED BY

RS&H, Inc.30' PIC

50' PIC

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 0+00 TO 6+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00

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(SEE NOTE 6)

ASSUMED PROPOSED CULVERT

REQUIRED TO CONSTRUCT

MAINTENANCE ACCESS ROAD

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PR 30" SD X-ING

STA. 5+04.47

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FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

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PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 0+00 TO 6+00

50'

SANITARY NOTES

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MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

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SEE SHEET 5

SAN 1.0

FEB. 14, 2020

1. SEE SEWER SERVICE SANITARY PLANS PREPARED BY RPA FOR

CONTINUATION OF SANITARY STUB.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

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13+73.30, 0.00

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9+73.44, 2.00 L

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

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SEE PROF.

EXTEND EXISTING 24" STORM

DRAIN. SEE DE-ICE APRON

PLANS (SHEET C504)

PREPARED BY RS&H, Inc.

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

50' PIC

50' PIC

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 6+00 TO 18+00

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

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OTHERS

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TI

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DATE

SHEET

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

0 1"

OF

IEW AND

02/14/2020

SA

N

-1 .0

S

TA

: 6 +0

TO

8+

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

R

PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 6+00 TO 18+00

50'

SANITARY NOTES

1. SEE SEWER SERVICE SANITARY PLANS PREPARED BY RPA FOR

CONTINUATION OF SANITARY STUB.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

M I L

T O

N

E

P

R O

W

Y

M I L

T O

N

E

P

R O

W

Y

A

R

MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

C

R

E

S

T

E

R

R

A

P

K

W

Y

EMBRAER

HEIGHTS

KEY MAP

S E

E

S

H E

T

A

N

S E

E

S

H E

T

A

N

FEB. 14, 2020

SS

8''SS8''SS8''SS8''SS8''SS

S

8''SS8''SS8''SS8''SS8''SS

W

W

W

W

W

12''W12''W12''W

S

S S

S S

S S

S S

SSMH-6 (5' Ø)

20+07.50, 0.00

SSMH-8 (4' Ø)

26+69.19, 0.00

SSMH-7 (4' Ø)

23+38.35, 0.00

SSMH-5 (5' Ø)

18+35.71, 0.00

SA

N

-1 .0

SAN-1.0

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

EXISTING ACCESS ROAD

PROPOSED STORM (BY OTHERS)

PR 12" WL X-ING

STA: 1+12.00

SEE SAN-1.1 PROF. BELOW

PR WL X-ING

STA: 20+19.50

SEE PROF.

PR 18" SD X-ING

STA: 21+96.62

SEE PROF.

PR 30" SD X-ING

STA: 23+09.85

SEE PROF. PR 36" SD X-ING

STA: 24+29.08

SEE PROF.

PROPOSED STORM

BY OTHERS)

SS SVC SADDLE TAP

PER CSU DETAIL D1-6.

SEE NOTE 1

26+62.68, 0.00

SS SVC SADDLE TAP

PER CSU DETAIL D1-6.

SEE NOTE 1

24+96.46, 0.00

DE-ICE POND

(BY RS&H)

28+03

+0

+0

+0

+0

21+00 22+00 23+00 24+00 25+00 26+00

12'

20'

41.7'

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

8" SS AND STRUCTURES FROM DE-ICE POND

PER SAN-1.1 PROFILE BELOW.

PROPOSED SS SVC LINE.

SEE NOTE 1.

PROPOSED SS SVC LINE.

SEE NOTE 1.

1+00 2+00

SAN-1.1

30' PIC

30' PIC

SS-2 (METER VAULT)

1+64.00, 0.00

SSMH-11 (4'Ø)

1+79.91, 0.00

SS-1 (OUTLET STRUCTURE)

2+03.91, 0.00

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 18+00 TO 29+50

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50

SS

MH

-5 (5

ST

A:

+3 5.7

RI

M

.56

IN

V.

IN

(8

.89

(E

IN

V.

IN

(8

.99 (S

IN

V.

O

UT

(8

.69 (W

CU

T:

.9'

172 LF 8" PVC SS @ 2.04%

SS

MH

-6 (5

ST

A:

+0 7.5

RI

M

.18

IN

V.

IN

(8

.69

(S

IN

V.

O

UT

(8

.39

(W

CU

T:

.8'

331 LF 8" PVC SS @ 1.10%

(SEE NOTE 6)

SS

MH

-7 (4

ST

A:

+3 8.3

RI

M

.37

IN

V.

IN

(8

.63

(S

IN

V.

O

UT

(8

.33

(N

CU

T:

8.

0'

7 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

SS

MH

-8 (4

ST

A:

+6 9.1

RI

M

.84

IN

V.

O

UT

(8

.28 (N

CU

T:

8.

6'

EXISTING GRADE @

CENTERLINE OF PIPE

B.

O.

P.

.47

EX

" S D

X-

IN

G

ST

A.

+9 6.6

T.

O.

P.

.75

PR

" S D

X-

IN

G

ST

A.

+2 9.0

2' 1.6'

3.6'

B.

O.

P.

.41

PR

" S D

X-

IN

G

ST

A.

+0 9.8

2.3'

166 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

158 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

SS

S

VC

S

AD

DL

E

TA

P

PE

R

CS

U

DE

TA

IL

D1 -6

SE

E

NO

TE

ST

A:

+9

6.4

IN

V

.90

SS

S

VC

S

AD

DL

E

TA

P

PE

R

CS

U

DE

TA

IL

D1 -6

SE

E

NO

TE

ST

A:

+6

2.6

IN

V

.23

462 LF 8" PVC SS @ 1.48%

B.

O.

P.

.85

PR

" W L X

-IN

G

ST

A.

+1

9.5

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.1 STA: 0+50 TO 3+00

0+50 1+00 2+00 3+00

SS

MH

-5 (5

ST

A:

1+

.00

RI

M

.56

IN

V.

IN

(8

.89 (E

IN

V.

IN

(8

.99

(S

IN

V.

O

UT

(8

.69

(W

CU

T:

.9'

DE-ICE POND

2.7'

EXISTING GRADE @

CENTERLINE OF PIPE

PROPOSED GRADE @

CENTERLINE OF PIPE

B.

O.

P.

.85

PR

" W L X

-IN

G

ST

A.

1+

.00

64 LF 8" SS @ 4.08%

16 LF 8" SS @ 0.50%

24 LF 8" SS @ 0.50%

SS

-2

, M

ET

ER

V

AU

LT

(S

EE

R S&

H

SH

EE

T

C5

ST

A:

1+

.00

RI

M

.57

IN

V.

IN

(8

.60

(S

IN

V.

O

UT

(8

.60

(N

SS

MH

-1 1 (

4'Ø

(S

EE

R S&

H

SH

EE

T

C5

ST

A:

1+

.91

RI

M

.00

IN

V.

IN

(8

.68

(S

IN

V.

O

UT

(8

.68

(N

SS

-1

, O

UT

LE

T

ST

RU

CT

UR

E, (S

EE

R

S& H

SH

EE

T C5

ST

A:

2+

.91

RI

M

.00

IN

V.

O

UT

(8

.80

(N

DESIGN NOTE

REFER TO RS&H SHEETS C503, C531 AND

C532 FOR PLAN VIEW LAYOUT OF THE DEICE

POND AND FURTHER INFORMATION ON THE

METER VAULT AND OUTLET STRUCTURE.

C O

SA

U

SF

S

W A

ST

EW

A

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O N

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O L O

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D A

T E

N O

A

M E

N D

M E

N T

DATE

SHEET

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

0 1"

OF

IEW AND

04/21/2020

A

D D

H

S

H E

E T

S

D

E T

A I L

S

H E

E T

S

F

N

SA

N

-1 .0

S

TA

: 1 8+

T

O

9+

, S A

N -1

.1

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

R

PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 18+00 TO 29+50, SAN-1.1

50'

SANITARY NOTES

M I L

T O

N

E

P

R O

W

Y

M I L

T O

N

E

P

R O

W

Y

A

R

MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

C

R

E

S

T

E

R

R

A

P

K

W

Y

EMBRAER

HEIGHTS

KEY MAP

SEE SHEET 5

SAN 1.0

FEB. 14, 2020

1. SEE SHEET CU-503 UTILITY SERVICE SITE PLAN AS PREPARED BY RPA FOR

EXTENSION OF SANITARY SERVICE LINES INTO SITE.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

AutoCAD SHX Text 0'

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text 25'

AutoCAD SHX Text

SCALE: 1"=50'

AutoCAD SHX Text N mgackle Snapshot mgackle CSU Water Approval

GirtenA Text Box Addendum #2 2 Sanitary Sewer Project No. 2019-S086 Water Project No. 2019-W185 Sheets 3 and 6 are provided as Addendum #2 to remove the (2) proposed 4" Sanitary Service Lines and all associated fittings from this project scope of work. These items will be constructed as part of the USFS Airtanker Base plans to be submitted by Robert Peccia & Associates Inc. (RPA) at a later date.

GirtenA Cloud

GirtenA Cloud

GirtenA PolyLine

GirtenA PolyLine

GirtenA PolyLine

GirtenA Text Box

GirtenA Text Box

GirtenA Text Box 2 5/28/20 Remove (2) 4" Sanitary Sewer Services

SA

U

SF

S

W A

ST

EW

A

TE

R C

O N

ST

R

U C

TI

O

N P

LA

N

S C

O L O

R A

R

I N

G S

C

O L O

R A

D O

D A

T E

N O

A

M E

N D

M E

N T

DATE

SHEET

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

0 1"

OF

02/14/2020

D

ET

A

IL

S H

EE

T

N.T.S.

STANDARD DETAILS LIST1

NOTE: CONTRACTOR SHALL REFER TO THE CURRENT COLORADO SPRINGS UTILITIES WASTEWATER LINE EXTENSION AND

SERVICE STANDARDS MANUAL. APPLICABLE DETAILS, STANDARDS AND SPECIFICATIONS ARE NOT LIMITED TO THE ABOVE

REFERENCED ITEMS.

WASTEWATER (SANITARY SEWER) DETAILS

ITEM MUNICIPALITY SHEET NO.

TYPICAL TRENCH SECTION COLORADO SPRINGS UTILITIES C2-1

TRACER WIRE

MAXIMUM SAG DEPTH FOR WASTEWATER MAINS

STANDARD CONCRETE MANHOLE

C2-3

C2-13

C3-1

CORE DRILLING INTO AN EXISTING MANHOLE C3-3

STANDARD MANHOLE RING AND COVER IN TRAFFIC AREA C3-9

COLORADO SPRINGS UTILITIES

COLORADO SPRINGS UTILITIES

COLORADO SPRINGS UTILITIES

COLORADO SPRINGS UTILITIES

COLORADO SPRINGS UTILITIES

FEB. 14, 2020

NTS

MAINTENANCE ROAD

TYPICAL SECTION

16' MIN. MAINTENANCE & ACCESS ROAD

COMPACTED CDOT CLASS 5 OR CLASS 6

AGGREGATE BASE COURSE

GEOTEXTILE

PROPERLY MOISTURE

CONDITION MATERIALS

COMPACTED FIRM SUBGRADE

10-INCHES*

8-INCHES*

* REQUIRED MINIMUM THICKNESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER

FOR THE ROADWAY PAVEMENT DESIGN TO PROVIDE HS-20 LOADING CAPACITY.

2' SHOULDER2' SHOULDER